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香炉山隧洞5号施工斜井施工难题及解决措施

苏利军,帖熠,喻久康   

  • 出版日期:2020-08-28 发布日期:2020-08-28

Construction difficulty and solution measures for No.5 construction inclined shaft of Xianglushan tunnel

SU Lijun ,TIE Yi, YU Jiukang   

  • Online:2020-08-28 Published:2020-08-28

摘要: 破碎软弱围岩大变形控制技术是目前复杂地质条件下,跨流域调水超长深埋隧洞建设需研究的关键技术问题之一。受地形、地质、投资、工期等多因素限制,斜井施工通道在深埋隧洞的"长洞短打"施工中得到了越来越多的应用,但破碎软弱围岩与斜井施工工况的组合也会给施工带来更多的困难。以滇中引水工程香炉山隧洞5号施工斜井为例,分析了进洞初期造成施工困难、进展缓慢的各种因素,特别是隧洞围岩破碎软弱、抗变形能力极差的情况。通过采取专项科研试验、针对性设计、适应性工艺施工、精细化管理等综合举措,有效提高了施工进度,同时也可为滇中引水工程中的类似隧洞和其他类似隧洞工程提供借鉴参考。

关键词: 斜井, 破碎软弱围岩, 大变形, 精细化管理, 滇中引水工程,

Abstract: The control technology of large deformation for fractured soft rock is one of the key issues during the construction of deep-lying tunnel of inter-basin water transfer projects under complicated geological conditions. Limited by topography, geology, investment, construction period and other factors, construction inclined shafts are more and more widely applied for the excavation of main deep-lying tunnel, but the combination of soft rock and inclined shaft construction conditions may bring many difficulties for the excavation and support process. In this paper, taking the No.5 construction inclined shaft of Xianglushan tunnel in Water Diversion Project in Central Yunnan Province as an example, the difficulty factors on the early stage of construction were analyzed, especially for the fractured soft rock and its poor resistance to deformation. By adopting effective measures such as special research test, pertinence design, adaptive construction technique and fine management, the construction progress has been significantly promoted, which can also provide reference for similar inclined shafts in Water Diversion Project in Central Yunnan Province and other tunnel projects.

Key words: inclined shaft, fractured soft rock, large deformation, fine management, Water Diversion Project in Central Yunnan Province,